Technical Papers
Jul 14, 2014

Use of a Variable Rate Spray Bar to Minimize Wheel Path Bleeding for Asphalt-Rubber Chip Seal Applications

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 3

Abstract

Chip seals constructed in areas with a combination of high truck traffic volume and high climatic temperatures are susceptible bleeding in the wheel paths and raveling in nonwheel path areas. These failures arise from inherent differences in traffic loading in the two areas. Addressing this problem calls for the binder application rate for the two regions to be varied and using asphalt binders with a high stiffness at high temperatures to prevent bleeding. No well-established design methods that yield a different binder application rate exists. Although equipment for applying variable binder rates exists, there is limited performance data, and no guidelines for calibrating the equipment in the field exist. This paper presents the findings of field studies in which both uniform and variable application rates were used to construct asphalt-rubber chip seals in California. The results show that using different binder application rates in and out of wheel paths can mitigate bleeding and raveling. The paper also presents a new field calibration test method for both conventional and variable rate distributor spray bars.

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References

Asphalt-Rubber Chip Seal (ARCS). (2008). “Task force report II, test sections review.” California Dept. of Transportation.
Bal, G., Patric, J., Stevenson, R., and Herringtong, P. (1999). “Assesment of temperature-sensitive bitumen for chipsealing on New Zealand roads.”, Wellington, New Zealand.
Ball, G. F. A. (2011). “Effect of binder hardness on rate of texture change in Chipseals.” Land Transport New Zealand Research Rep. 284, 〈http://www.nzta.govt.nz/resources/research/reports/284/docs/284.pdf〉 (Nov. 11, 2011).
Commissioner of Highways, South Australia (CHSA). (1976). “The design of sprayed single seals.” AARB Proc., Vol. 8, Commissioner of Highways, South Australia, 16–24.
Gransberg, D., and James, D. M. B. (2005). “NCHRP synthesis 342: Chip seal best practices.”, Transportation Research Board, Washington, DC.
McLeod, N. W. (1969). “A general method of design for seal coats and surface treatments.” Proc., Association of Asphalt Paving Technologists, Vol. 38, Association of Pavement Technologist, Lino Lakes, MN, 537–630.
Pidwerbesky, B. D., and Water, J. C. (2006). “Preventing and solving chip seal problems using a transverse variable application sprayer.” Proc., ARRB Conf., Australian Road Research Board, Melbourne, Australia.
South African National Roads Agency Limited (SANRAL). (2007). “Design and construction of surfacing seals.” Technical Recommendations for Highways TRH3, Pretoria, South Africa.
Transit New Zealand. (2005). “Chipsealing in New Zealand.” Road Controlling Authorities, Wellington, New Zealand.
Wood, T. J., Janish, W. J., and Gaillard, F. S. (2006). Minnesota seal coat handbook, Minnesota Dept. of Transportation, St. Paul, MN.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 3March 2015

History

Received: Sep 5, 2013
Accepted: Jan 16, 2014
Published online: Jul 14, 2014
Discussion open until: Dec 14, 2014
Published in print: Mar 1, 2015

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Authors

Affiliations

Shawn J. Rizzutto [email protected]
Caltrans Senior Construction Engineer, California Dept. of Transportation, 722 E. Barioni Blvd., Imperial, CA 92251. E-mail: [email protected]
P.E.
Retired Senior Research Engineer, California Dept. of Transportation, 722 E. Barioni Blvd., Imperial, CA 92251. E-mail: [email protected]
P. T. Johannes [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, 1415 Engineering Dr., 3358 Engineering Hall, Madison, WI 53705 (corresponding author). E-mail: [email protected]
H. U. Bahia, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, 1415 Engineering Dr., 3350 Engineering Hall, Madison, WI 53705. E-mail: [email protected]

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